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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2, Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a ooating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with vedtcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load . 0 <br />Safe vertical oa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />■ 1 1: <br />No. <br />8F44 1B/1T81`401B/1T 8RF4008/1T 8F321B/1T <br />FORM h GROUT SOLID <br />77 <br />o <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />■ ■ <br />E <br />= - <br />i <br />■ <br />E <br />C <br />� <br />C _ <br />■ <br />■ <br />■ ■ <br />C <br />CF` <br />c <br />in <br />mw <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />1: 1 •: <br />1: <br />F <br />1r <br />I T rr_ um0luIVH 1 IUIV <br />#5 REBAR <br />MIN.(1)R1 <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT S UNFILLED <br />"� <br />LEAK <br />STEEL LINTEL <br />a ° <br />R =RECESESSED <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />i <br />G <br />.M.U• <br />#5 REBAR AT TOP <br />Q w <br />A ° <br />MIN. (1) REaD ° 4 1-1/2" CLEAR <br />U¢ <br />8 F 16- B/ 1 T <br />a z <br />" <br />Lh z <br />° 4, <br />GROUT <br />D D <br />tNOMINAL,QUANTITY <br />J E Q L <br />OF <br />REBAR AT <br />= T <br />WIDTH #5 REBAR AT <br />• <br />BOTTOM OF <br />w F vi 4 - <br />O0 <br />TOP <br />NOMINAL-° <br />LINTEL CAVITY <br />rn <br />o V <br />o <br />-BOTTOM <br />ci <br />�¢ <br />HEIGHT <br />REINFORCING <br />a ^ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z7 o ��uu m <br />b 3 D D REBAR AT BOTTC <br />W NOMINAL WIDTH <br />LINTEL <br />R •i <br />¢ <° Q° AS INDICATED <br />(VARIES) <br />u~i ,t <br />MATERIALS <br />16 GAUGE POWERS <br />T- c�tels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintals = 6000 psi. <br />3. grouted perASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 31W aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for insulation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />per ASTM A510. <br />7/32 wire p <br />8. Mortar per er AS C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementifiuos coaling. See contractor specifications <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />N <br />O <br />4'-6" LL <br />MIN. <br />L <br />L <br />O <br />7 4' LL <br />L <br />-L <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />,��4t1414Et�.�.1kI. <br />�. ; •� J <br />• `�. <br />AA(0 <br />40, <br />1 <br />To the hest of the Engineers knowledge, informatim and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlel 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />I- <br />E <br />g8 <br />ai <br />-°7J2 LL_ja <br />7 LL N LL <br />�j M W rA <br />Lu <br />LL <br />� •c <br />O <br />a <br />W <br />LL <br />a64 m� <br />■ C rn a <br />Z <br />Z <br />W <br />z � <br />Z <br />Z � <br />v <br />a S <br />N <br />z � <br />L <br />�� <br />LU <br />LU <br />G)O <br />C <br />_ <br />_ <br />Qdi 2f <br />� <br />w <br />zgZ <br />J <br />c E <br />o <br />a <br />fl <br />�= <br />oa <br />Z <br />N r6 <br />� <br />o <br />.,�. <br />O <br />s� <br />i� J <br />cab <br />�� <br />W <br />a 33 <br />T <br />IJ <br />oLL <br />yW <br />= <br />zl°d <br />o 3 <br />C6 <br />ry <br />00 <br />^ <br />LL <br />' <br />O <br />a <br />Cfl <br />F_ <br />In <br />_ <br />� <br />N <br />NOO <br />= 000 <br />O <br />T <br />E <br />T <br />N <br />o <br />Z <br />Z <br />E p <br />E <br />8 <br />H <br />m <br />` <br />= <br />a <br />tJ <br />JOB <br />NO: <br />20-3569 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />